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Dynamic Data Analysis – v5.12.01 - © KAPPA 1988-2017

Chapte

r 6 – W ell models -

p188/743

There are two additional parameters that needs to be specified in this model; the fracture

width (w) and the fracture permeability (k

f

), in fact it is the permeability thickness of the

fracture that is specified (k

f

w).

When the fracture conductivity is very high, the model approaches the infinite-conductivity

response, with a ½-slope developing immediately. Conversely, with low k

f

w the pressure drop

along the fracture is significant almost to the onset of radial flow (IARF). When such flow

occurs the relationship between the pressure change and the fourth root of elapsed time is

given be the flowing relationship:

4/1

4/1

11.44

t

kc wkh

qB

p

t

f





6.E.3

Loglog Analysis

From the previous section, the pressure change during bi-linear flow is:

4/1

4

11.44

kc wkh

qB

m where

t mp

t

f



 

p t m

t

m

t

td

pd

t

t

d

pd

p

 







4

1

4

1

4

)

ln(

4

4

'

On a decimal logarithmic scale this writes:

)4 log(

)

log(

)'

log(

)

log(

4

1

)

log(

)

log(

  

 



p

p

and t

m p

During bi-linear flow the pressure change and the Bourdet derivative follows two parallel

straight lines with a slope of one quarter (1/4). The level of the derivative is a quarter of that

of the pressure change.

This is followed by the onset of linear flow and the pressure change and the Bourdet derivative

follow then two parallel straight lines of half slope (1/2) with the level of the derivative half

that of the pressure change.

When radial flow is reached we have the usual stabilization of the derivative curve.